南京长江第四大桥是世界上首座主跨1 418 m的三跨连续弹性支承体系钢箱加劲梁悬索桥，首次采用了弹性支承体系以及缆索的分布传力锚固系统，克服了复杂地质条件下超大“∞”形地下连续墙（以下简称地连墙）及超大规模沉井深基础的设计施工技术难题，提出了主缆缆索混编技术及富氩气体保护焊技术，采用了复合浇筑式沥青钢桥面铺装技术，运用综合技术手段严格控制大体积混凝土施工质量。本文从建设管理及关键技术创新方面进行了综述。

The Fourth Nanjing Yangtze River Bridge is the first suspension bridge of three-span steel box girder using continuity and flexible bearing system with a main span of 1418 m, and makes use of the flexible bearing system and distributional force transmission system with main rope for the first time. It overcomes the deep foundation design and construction technical problems of oversized "∞" shape diaphragm wall and ultra-large well-sinking under complicated geological conditions, proposes the technologies of main rope mixed-knit and argon-rich gas shielded arc welding, and uses the pavement technique of compound gussasphalt at steel bridge deck. Additionally, it utilizes synthetical technique to control construction quality of bulk mass concrete. This text summarizes the construction management and key technical innovation.

武焕陵（1964—），男，江苏南京市人，研究员级高级工程师，主要从事道路桥梁方面的研究工作